Bridge Statistics for Monticello, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 259ft / 79.5mTotal length
- $322,000Total costs
- 83,574Total average daily traffic
- 18,907Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Monticello
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 41950-1959
- 21960-1969
- 81970-1979
- 11990-1999
- 12000-2009
- 22020-2022
- Bridge Condition - Deck
- 58.3%Good
- 25.0%Satisfactory
- 8.3%Fair
- 8.3%Serious
- Bridge Condition - Superstructure
- 8.3%Very good
- 58.3%Good
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 66.7%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 18.2%Very good
- 54.5%Good
- 27.3%Satisfactory
- Bridge Condition - Culverts
- 40.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
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Structure Number: 540005, Location: 3.9 mi EAST OF US19, SR57 (Lat: 30.531544, Lng: -83.812581), Route carried "on" structure: US 90, Year Built: 1947, Year Reconstructed: 2002, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,511 (year 2042), Design Load: HS 20, Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.914, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Underwater Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 540005, Location: 3.9 mi EAST OF US19, SR57 (Lat: 30.531544, Lng: -83.812581), Route carried "on" structure: US 90, Year Built: 1947, Year Reconstructed: 2002, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,511 (year 2042), Design Load: HS 20, Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.914, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Underwater Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 540008, Location: 3.4 Mi South of US90 (Lat: 30.496217, Lng: -83.880561), Route carried "on" structure: US 19, Year Built: 1962, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 2,950 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 5,118 (year 2042), Design Load: HS 20, Features Intersected: FG&A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.070, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 540008, Location: 3.4 Mi South of US90 (Lat: 30.496217, Lng: -83.880561), Route carried "on" structure: US 19, Year Built: 1962, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 2,950 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 5,118 (year 2042), Design Load: HS 20, Features Intersected: FG&A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.070, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 540021, Location: 4.7 Miles S OF US90(SR10) (Lat: 30.475639, Lng: -83.889625), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 12,250 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 21,254 (year 2042), Design Load: HS 20, Features Intersected: US19 SR57
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 14.922, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $161,000, Total Project Cost: $161,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 540021, Location: 4.7 Miles S OF US90(SR10) (Lat: 30.475639, Lng: -83.889625), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 12,250 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 21,254 (year 2042), Design Load: HS 20, Features Intersected: US19 SR57
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 14.922, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $161,000, Total Project Cost: $161,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 540025, Location: 2.4 Mi North of US90/SR10 (Lat: 30.557689, Lng: -83.823578), Route carried "on" structure: County highway 146, Year Built: 1951, Status: Posted for load, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 2,200 (year 2039), Design Load: HS 15, Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 540025, Location: 2.4 Mi North of US90/SR10 (Lat: 30.557689, Lng: -83.823578), Route carried "on" structure: County highway 146, Year Built: 1951, Status: Posted for load, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 2,200 (year 2039), Design Load: HS 15, Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 540027, Location: 1.8 Mi West of US19/SR 57 (Lat: 30.510250, Lng: -83.899269), Route carried "on" structure: County highway 259, Year Built: 1956, Status: Posted for load, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,530 (year 2040), Features Intersected: Abandoned Scl Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.606, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 540027, Location: 1.8 Mi West of US19/SR 57 (Lat: 30.510250, Lng: -83.899269), Route carried "on" structure: County highway 259, Year Built: 1956, Status: Posted for load, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,530 (year 2040), Features Intersected: Abandoned Scl Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.606, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 540048, Location: 1.5 Mi North of I10 SR8 (Lat: 30.496172, Lng: -83.880342), Route carried "on" structure: US 19, Year Built: 1951, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 2,950 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 5,118 (year 2042), Design Load: H 15, Features Intersected: FG&A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.068, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 540048, Location: 1.5 Mi North of I10 SR8 (Lat: 30.496172, Lng: -83.880342), Route carried "on" structure: US 19, Year Built: 1951, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 2,950 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 5,118 (year 2042), Design Load: H 15, Features Intersected: FG&A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.068, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 540052, Location: 4.7 mile S of US90/SR10 (Lat: 30.475408, Lng: -83.889731), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 12,250 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 21,254 (year 2042), Design Load: HS 20, Features Intersected: US19 SR57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.922, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $161,000, Total Project Cost: $161,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 540052, Location: 4.7 mile S of US90/SR10 (Lat: 30.475408, Lng: -83.889731), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 12,250 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 21,254 (year 2042), Design Load: HS 20, Features Intersected: US19 SR57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.922, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $161,000, Total Project Cost: $161,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 540053, Location: 2.2 M. East of US19 SR57 (Lat: 30.472906, Lng: -83.853264), Route carried "on" structure: Interstate 10, Year Built: 1973, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,250 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 17,784 (year 2042), Design Load: HS 20, Features Intersected: Abandon Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.466, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 540053, Location: 2.2 M. East of US19 SR57 (Lat: 30.472906, Lng: -83.853264), Route carried "on" structure: Interstate 10, Year Built: 1973, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,250 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 17,784 (year 2042), Design Load: HS 20, Features Intersected: Abandon Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.466, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 540055, Location: 4 Miles N OF MONTICELLO (Lat: 30.600111, Lng: -83.871194), Route carried "on" structure: US 19, Year Built: 1954, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 6,766 (year 2042), Design Load: H 15, Features Intersected: Ward Creek Trib 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.844, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.5m (57.4ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 540055, Location: 4 Miles N OF MONTICELLO (Lat: 30.600111, Lng: -83.871194), Route carried "on" structure: US 19, Year Built: 1954, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 6,766 (year 2042), Design Load: H 15, Features Intersected: Ward Creek Trib 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.844, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.5m (57.4ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 540059, Location: 0.9 Mi West of US19/SR57 (Lat: 30.570306, Lng: -83.880444), Route carried "on" structure: County highway 259, Year Built: 1960, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 440 (year 2039), Design Load: HS 20, Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.146, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 540059, Location: 0.9 Mi West of US19/SR57 (Lat: 30.570306, Lng: -83.880444), Route carried "on" structure: County highway 259, Year Built: 1960, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 440 (year 2039), Design Load: HS 20, Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.146, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 540062, Location: 3.5 Mi West of US19/SR57 (Lat: 30.489225, Lng: -83.914906), Route carried "on" structure: County highway 259, Year Built: 1977, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,776 (year 2042), Design Load: HS 20, Features Intersected: SCL Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.823, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2020, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 540062, Location: 3.5 Mi West of US19/SR57 (Lat: 30.489225, Lng: -83.914906), Route carried "on" structure: County highway 259, Year Built: 1977, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,776 (year 2042), Design Load: HS 20, Features Intersected: SCL Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.823, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2020, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 540074, Location: 2.0 Miles W of Monticello (Lat: 30.542497, Lng: -83.904319), Route carried "on" structure: US 90, Year Built: 1996, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: HS 20+Mod, Features Intersected: No Name Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.449, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 540074, Location: 2.0 Miles W of Monticello (Lat: 30.542497, Lng: -83.904319), Route carried "on" structure: US 90, Year Built: 1996, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: HS 20+Mod, Features Intersected: No Name Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.449, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5402, Location: 4.1Mi east of SR57 US19 (Lat: 30.531528, Lng: -83.808500), Route carried "on" structure: US 90, Year Built: 2021, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 4,511 (year 2040), Design Load: HL 93, Features Intersected: Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 80.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021
Structure Number: 5402, Location: 4.1Mi east of SR57 US19 (Lat: 30.531528, Lng: -83.808500), Route carried "on" structure: US 90, Year Built: 2021, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 4,511 (year 2040), Design Load: HL 93, Features Intersected: Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 80.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021
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Structure Number: 540941, Location: 2.2 M. East of US19 SR57 (Lat: 30.473147, Lng: -83.853275), Route carried "on" structure: Interstate 10, Year Built: 1973, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,250 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 17,784 (year 2042), Design Load: HS 20, Features Intersected: Abandon Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.466, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 540941, Location: 2.2 M. East of US19 SR57 (Lat: 30.473147, Lng: -83.853275), Route carried "on" structure: Interstate 10, Year Built: 1973, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,250 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 17,784 (year 2042), Design Load: HS 20, Features Intersected: Abandon Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.466, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 544035, Location: 1.36 Miles West of CR259 (Lat: 30.563064, Lng: -83.896706), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 220 (year 2039), Features Intersected: Unnamed Branch, Facility Carried by Structure: CR 3-W Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.176, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 544035, Location: 1.36 Miles West of CR259 (Lat: 30.563064, Lng: -83.896706), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 220 (year 2039), Features Intersected: Unnamed Branch, Facility Carried by Structure: CR 3-W Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.176, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 544081, Location: 2.2 Miles South of CR 142 (Lat: 30.564097, Lng: -83.908969), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 650 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 715 (year 2039), Design Load: HL 93, Features Intersected: Ward Creek, Facility Carried by Structure: West Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.389, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 544081, Location: 2.2 Miles South of CR 142 (Lat: 30.564097, Lng: -83.908969), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 650 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 715 (year 2039), Design Load: HL 93, Features Intersected: Ward Creek, Facility Carried by Structure: West Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.389, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54409, Location: 0.33MI S Drifton-Aucilla (Lat: 30.487000, Lng: -83.856444), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 24 (year 2018), Average Future Daily Traffic: 26 (year 2038), Design Load: HL 93, Features Intersected: Buggs Creek, Facility Carried by Structure: Curtis Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 54409, Location: 0.33MI S Drifton-Aucilla (Lat: 30.487000, Lng: -83.856444), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 24 (year 2018), Average Future Daily Traffic: 26 (year 2038), Design Load: HL 93, Features Intersected: Buggs Creek, Facility Carried by Structure: Curtis Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 540021, Location: 4.7 Miles S OF US90(SR10) (Lat: 30.475639, Lng: -83.889625), Route carried "under" structure: US 19, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 17%, Features Intersected: US19 SR57, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 7.659, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 540021, Location: 4.7 Miles S OF US90(SR10) (Lat: 30.475639, Lng: -83.889625), Route carried "under" structure: US 19, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 17%, Features Intersected: US19 SR57, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 7.659, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 540052, Location: 4.7 mile S of US90/SR10 (Lat: 30.475408, Lng: -83.889731), Route carried "under" structure: US 19, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 17%, Features Intersected: US19 SR57, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 7.630, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 540052, Location: 4.7 mile S of US90/SR10 (Lat: 30.475408, Lng: -83.889731), Route carried "under" structure: US 19, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 17%, Features Intersected: US19 SR57, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 7.630, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)